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D15TANCES FROM CENTER OF ROADWAY FOR <br /> CROSS-SECTIONING. <br /> Roadway 16 feet wide. Side Slopes 1 on I Y <br /> For Single Track Embankment. <br /> H ' 0 .1 1 .2 1 .8 I .4 1 .5 1 .6 ( .7 I .8 I .9 H <br /> 0 8.0 8.2 8.3 8.5 8.6 8.8 &9 9.1 9.2 9.4 0 <br /> 1 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.0 1 <br /> 2 11.0 11.2 11.8 11.8 11.6 11.& 11.9 12.1 12.2 12.4 $ <br /> 3 12.6 12.7 12.8 13.0 13.1 18.3 13.4 13.6 13.7 .13.9 3 <br /> 14.0 14.2 14.3 14.8 <br /> 4 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> F b .15.5 15.7 16.8 16.0 16.1 16.3. 16.4 16.6 16.7 16.9 b <br /> 6 17.0 17.2 17.3 17.5 17.6 17.81 17.9 18.1 18.2 18.4 8 <br /> 7 18 b 18:7 18.8 19.0 19.1 19.8 19.4 '19.6 19.7 19.9 7 <br /> 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21.2 21.4 8 <br /> '9 21.8 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.7 22.9 9 <br /> 10 23.0 23.2 23.3 23.8 23.6 23.8 23.9 24.1 24.2 24.4 10 <br /> 11 24.5 24.7 24.8 25.0 25.1 25.8 25.4 25.6 25.7 25.9 It <br /> 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 <br /> 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.8 28.7 28.9 13 <br /> r 14 29.0 29.2 29.3 29.5 29.6 293 29.9 80.1 30.2 30.4 14 <br /> lb 80.5 30.7 30.8 31.0 81.1 31.3 81,4 81.6 31.7 31.9 15 <br /> 16 82.0 82.2 32.8 82.5 82.6 32.8 $2.9 83.1 33.2 33.4 16 <br /> All 17 83.5 83.7 33.8 34,0 84.1 34.3 34.4 84.6 34.7 349 17 <br /> 18 35.0 35.2 85.3 35.5 35.6, 35.8 35.9 36.1 36.2 86.4 18 <br /> c <br /> 19 86.8 86.7 $6.8 37.0 $7.1 37.3 37.4 87.6 37.7 37.9 19 <br /> e 20 38.0 88.2 .38.8 88.5 88.8 88.8 33.9 39.1 89.2 39. <br /> 4 20 <br /> 21 39.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 <br /> 22 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 42.4 22 <br /> 23 � 42.7 42.8 43.0 43.1 43.8 43.4 43.6 43.7 43.9 23 <br /> 24 44.0 44.E 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 .24 <br /> 25� 45.5 45.7 45.8 40.0 -46.1 46.3 46.4 46.6 46.7 46.9 25 <br /> 25 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 <br /> 27 48.5 4&7 48.8. 49.0 49.1 49.8 49.4 49.6 49.7 49.9 27 <br /> $$, <br /> 30.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 51.2 81,4 28 <br /> 51.5 51.7 51.8 -52.0 52:1 52.3 52.4 82.6 52.7 52.9 29 <br /> 0 53.2 53:8 53.5 88.6 53.8 53.9 54.1 54.2 54.4 30 <br /> .5 54.7 54.8 55.0 55.1 55.3 55.4 56.6 $5.7 55.9 31 <br /> 9 <br /> s <br /> 0 56.2 56.8 56.6 56.6 b6.8 56.9 5 .1 87.2 87.4 82 <br /> { .5 57.7 573 58.0 58.1 58.3 58.4 58.6 58.7 58.9 33 <br /> . 0 59.2 59.8 59. 59.6 59.8 59,9 60.1 60.2 60.4 34 <br /> 85 11,5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 81.7 61.9 35 <br /> y1 .0 62.2 62.3 62.5 62.6 62.8 62.9 631 63.2 83.4 36 <br /> .5 63.7 63.8 64.0 041 64.8 84.4 84.8 64.7 64.9 37 <br /> O 65.2 65.8 65.5 85.6 65.8 65.9 66.1 66.2 66.4 38, <br /> 66.7 86.8 67.0' 67.1 67.3 67.4 67.6 67.7 67.9 '39 <br /> T. <br /> b8A 6&2 6&3 6&5 88.6 68.8 68.9169.1 .89.2 69.4 -40 <br /> F° ysplt-3f paint is 22.6 ft.above taade bowfar should it be from oenter Iino to <br /> ydnt /fns from Table 41.1. For same slopes but other widths of <br /> oorxofti above aNres M�e-balf difference io width of roadbed;thus fa example <br /> for m!t roadbed distaaee will be 41.9-F +2 or 2 ft.added to 41.9 X3.9. <br /> # dope of 1 an 1 ee inside of front cover. <br /> i' <br /> e <br /> V <br /> • 40 <br />